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A Liquefied Stabilized soil (LSS) is easy to occur a rittle failure as increased a strength due to an increasing of cement content. In the past study, it was found that a ductile performance of LSS after a peak was improved by adding a fibered material. In this study, a series of consolidated-undrained triaxial compression test (CUtest) were performed with a number of small unload/reload cycles in order to investigate the damage properties of LSS reinforced by fibered material. As a result, it is found that a reinforcement effect on the damage properties depends on the curing periods and fibered material content and confined pressure

STUDY OF THE DAMAGE PROPERTIES OF LIGUEFIED STABILIZED SOIL REIFORCED BY FIBERD MATERIAL ON TRIAXIAL SHEARING